The penetration experiment to predict liquefaction resistance of reclaimed soils     

Jing-Wen Chen  Fu-Cheng Chen 《Ocean Engineering》2008,35(3-4):380-392

The liquefaction resistance of the soils used to be estimated through the in situ tests, such as standard penetration test and cone penetration test; or by means of cyclic triaxial test in laboratory. However, both in situ tests and cyclic triaxial test are time-consuming and costly; this study introduces a quick and cost-effective method to evaluate the liquefaction resistance of soils under certain confining pressure in laboratory. A particular device modified from the conventional triaxial compression test apparatus, namely “Triaxial Cone Penetration Test”, was developed to obtain the peak values of cone resistance in soils so as to correlate the liquefaction resistance of the reclaimed soils evaluated by cyclic triaxial tests. The test result indicates a good correlation between the peak value of cone resistance and the corresponding cyclic stress ratio (CSR) at the state of initial liquefaction, in which the correlation for loose samples is better than that for dense samples. Besides, both peak values of cone resistance and corresponding CSR increase with fine content of soils reaches 10% and decreased with fine content varying between 10% and 50%. By examining the compositions of the soils with scanning electron microscopy and X-ray diffraction, it is found that the proportion and characteristics of the fines plays an important role on the liquefaction resistance of the reclaimed soils.  相似文献   

黄河口裸置管线对海床土影响范围研究   总被引：1，自引：0，他引：1  

杨秀娟  贾永刚  远航  张建  张衍涛  冯春健 《海洋地质与第四纪地质》2008,28(6)

裸置管线在波浪和潮流等作用下,对海床土强度和整体固结水平产生一定的影响,而产生影响的范围还是一个悬而未决的问题。2005年8月和2006年9月,分别对黄河口地区106钻井平台附近的一条裸置管线以及该地区海床土强度进行了现场微贯测量,结果发现,在该地区水动力作用下,水平方向,管线使得其两侧2m以内海床土强度降低,均匀性变差,尤其是降低了0～40cm深度海床土的强度,并使得其非均匀化程度加剧,使海床土出现成层现象。该研究成果为波浪-管线-土相互作用研究提供了典型实例,并对工程实践提供了借鉴。  相似文献   

落球法测量高频振动对淤泥的液化效果     

潘志芳  张丛丽  喻国良 《海岸工程》2008,27(1):41-46

为了提高疏浚工程中管道输送淤泥的效率,对淤泥预处理技术——高频微幅振动液化技术进行了初步研究。主要介绍了落球法测量淤泥粘滞系数的实验,对不同性质的淤泥分别进行实验,根据距离振动棒不同位置的小球的沉降速度求出相应位置的粘滞系数,并将其进行比较,获得液化影响范围。实验结果表明,高频振动对于粉砂质淤泥具有良好的液化效果。  相似文献   

Disease resistance and humoral immunomodulatory effects of vitamin C on grouper,Epinephelus awoara     

Qin Qi-wei  Wu Zao-he  Pan Jin-pei 《中国海洋湖沼学报》2000,18(3):247-252

The disease resistance and humoral immunomodulatory effects of vitamin C administered orally to grouper,Epinephelus awoara maintained on a frozen fish diet supplemented with vitamin C at 500, 1000, 1500 and 2000 mg/kg were investigated. After 20 weeks, the growth rates of the groups with high level of vitamin C apparently increased. The untreated fish had symptoms of vitamin C deficiency. The endogenous liver tissue vitamin C levels were found to reflect well the dietary treatments. After intraperitoneal injection or bath challenge with a virulent strain ofVibrio vulnificus, fish fed with high level vitamin C showed significantly higher survival rate compared with the normal control group. Vaccination with formalin inactivatedV. vulnificus significantly enhanced the specific antibody production in fish treated with vitamin C, and completely protected from strong bacterial challenge the groups fed on fish with vitamin C 1500 and 2000 mg/kg diet. Project 39500113 supported by NSFC and also by Guangdong Science Research Foundation (Grant No. 950711).  相似文献   

脉宽调制型数字温度表     

张宏富 《成都信息工程学院学报》2000,15(2):142-144

选择线性热敏电阻组成的脉宽电路 ,将脉宽作为控制计数的时间 ,由晶振产生某一标准频率的脉冲信号 ,通过分频以及计算译码驱动送显示。可直接显示温度数字。该设计省去 A/ D转换器 ,结构简单 ,成本低廉 ,灵敏度高 ,稳定可靠 ,使用方便。  相似文献   

一种实用的铂热电阻温度巡检仪     

龚一光  杨家仕 《成都信息工程学院学报》2000,15(2):131-135

介绍了一种经济实用的 16通道铂热电阻测温巡检显示仪 ,并论述了铂热电阻的引线消除和用正反馈实现非线性校正的方法。  相似文献   

City renaming as brand promotion: exploring neoliberal projects and community resistance in New Zealand     

Robin A. Kearns  Nicolas Lewis 《Urban geography》2019,40(6):870-887

ABSTRACT

Proposals to change the names of entire urban centres are rare. We examine the case of Blenheim, New Zealand, where in 2016, representatives of local businesses campaigned for its renaming as Marlborough City, in recognition of the region’s wine industry. Although defeated the proposal threatened to over-write established settlement history. It presumed to rename Blenheim under the aegis of New Zealand Inc., a shorthand for the pervasive yet nebulous economic nationalism that seeks to yoke all local and national identity to enhancing export growth. Drawing on media reports, we interpret this example of toponymic commodification as a neoliberalized project of place-making. Ironically, Blenheim and Marlborough are colonial names that displaced a long-established Māori name. The proposal highlights both the perversities and the deeply contested claims-making that often underlie and animate toponymic politics. Ultimately, it illustrates some of the limits of rights claimed under neoliberalism.  相似文献   

相对剥夺视角下的乡村旅游地居民不规范行为研究 ——以江西婺源县李坑、思溪为例   总被引：3，自引：1，他引：2  

王文辉  白冰  张茵 《地理科学》2019,39(11):1814-1821

居民不规范行为危害性极大,传统相关研究多基于社会交换视角,存在一定局限。相对剥夺理论在研究人们的不规范行为上存在一定优势,但鲜有应用于旅游研究。以社区问题明显的李坑、思溪两村落为例,结合相对剥夺理论对居民不规范行为的成因和形式等进行了定性分析。与传统研究不同,发现居民不规范行为与其对旅游负面影响的纵向感知并无直接关系,而主要与横向剥夺感相关。研究表明,相对剥夺理论或可作为居民旅游态度和行为研究的新视角,并在预防和管控旅游地社区问题方面具有重要现实意义。  相似文献   

Penetration response of spudcans in layered sands     

《Applied Ocean Research》2019

The behaviour of spudcan foundations during the installation and preloading in two-layer sand sediments was investigated through large deformation finite element (LDFE) analyses. The LDFE analyses were carried out using the coupled Eulerian-Lagrangian approach, modifying Mohr-Coulomb soil model to capture hardening and subsequent softening effects of sand. Parametric analyses were undertaken varying the top layer thickness, relative density of sand and spudcan diameter. Both loose to medium dense-over-dense and dense-over-loose to medium dense sand deposits were explored. The results showed that, for the investigated relatively thin top layer thickness of ≤ 5 m, spudcan behaviour was dictated by the bottom sand layer with a minimal influence of the top layer. For assessing the penetration resistance profile in two-layer sands, the performance of the ISO, SNAME, InSafeJIP, and other existing theoretical design methods were evaluated.  相似文献   

A finite element approach for predicting the full resistance profile of a spudcan deeply penetrating in dense sand overlying clay     

《Applied Ocean Research》2019

This paper presents a finite element approach to calculate the full resistance profile of a spudcan deeply penetrating in dense sand overlying clay, in which a potential for an installing spudcan to experience a sudden uncontrolled punch-through failure exists. A modified Mohr-Coulomb model characterized by incorporating a four-phase variation of the mobilized strength and dilation parameters with an equivalent accumulated plastic strain is developed and tested for the overlying dense silica sand. An extended Tresca model is used for the strain softening of the underlying clay. A series of large deformation finite-element (LDFE) analyses are carried out, varying the strength and dilation parameters as well as the spudcan geometries. A fairly good performance of the present approach is verified by validating against groups of centrifuge tests data, allowing the numerical study to be extended parametrically. The four-phase variation of the mobilized strength and dilation parameters involved in the progressive failure of the upper dense sand is parametrically studied and extended to cover the range of sand relative densities that are of practical interest. Additionally, comparisons with the typical existing LDFE analyses using both simple and sophisticated constitutive models are carried out. It shows that the present approach performs fairly well to calculate the full resistance profile of a spudcan deeply penetration in both thin and thick dense sand overlying clay, especially the peak and post-peak resistance, within around 5% of the corresponding centrifuge tests results.  相似文献